Partial Criteria of Masonry Strength for ElasticPlastic Deformation
Partial Criteria of Masonry Strength for ElasticPlastic Deformation

Partial Criteria of Masonry Strength for ElasticPlastic Deformation

Authors:  

Кабанцев Олег Васильевич Oleg V. Kabantsev

Dr. Sci. (Eng.), Professor of the Department of Housing and Communal Services of the NRU MSUCE. Moscow, Russian Federation

e-mail: KabantsevOV@mgsu.ru



Rubric:     Design, building and reconstruction of aseismic constructions   
Annotation:

The paper presents the results of the currently used masonry strength criteria analysis. The principle of forming partial strength criteria based on the results of studying masonry specimen failure schemes is considered. The formulas for determining the values of partial strength criteria are proposed to discretely simulate masonry as a composite medium consisting of heterogeneous materials and their connections.

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